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Design Method'Allowable Stress Design(ASD) v� <br /> Connection Type lateral loading JI <br /> Fastener Type rLag Screw <br /> Loading Scenario rSingle Shear — <br /> Submit Initial Values <br /> Main Member Type Douglas Fir-Larch(North) <br /> Main Member Thickness 1 5.5 in. <br /> Main Member:Angle of-0 - - -- — <br /> Load to Grain <br /> Side Member Type Steel <br /> Side Member Thickness 1 1/4 In. —�—; <br /> Side Member:Angle of <br /> Load to Grain�0 <br /> Washer Thickness 1/8 in. <br /> Nominal Diameter 13/4 In. �I <br /> Length 15 in. Jl <br /> Load Duration Factor C_D=1.0 vj <br /> Wet Service Factor I C_M=1.0 vJ <br /> End Grain Factor 1 C_eg=1.0 <br /> Temperature Factor C_t=1.0 - � --� <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions I Limits of Use I <br /> Diaphragm Factor Help I Load Duration Factor Help I Technical Help I <br /> Show Printable View <br /> Connection Yield Modes <br /> Im 2841bs. <br /> is I13148 lbs. <br /> II 111508 lbs. <br /> Illm 111819 lbs. <br /> Ills 111049 lbs. <br /> IV 1I1305lbs. <br /> II Adjusted ASD Capacity I11049 lbs. <br /> • Lag Screw bending yield strength of 45000 psi is assumed. <br /> • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. <br /> • ASTM A36 Steel is assumed for steel side members 1/4 in.thick,and ASTM A653 Grade 33 Steel is assumed for steel side members less <br /> than 1/4 in.thick. <br /> While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the <br /> information reflects the state-of-the-art,neither the American Wood Council nor its members assume any responsibility for any particular design <br /> prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. <br /> Support for development of the Connection Calculator was provided by American Wood Council. <br />